This paper explores the behavior of R.C.C. beam with circular opening strengthened by CFRP sheets. In this experimental work five beams were casted, one beam without opening (i.e. solid beam) and one with circular post opening and considered as control beams. The remaining three beams were externally strengthened by Carbon fiber reinforced polymer (CFRP) sheets with different strengthening schemes i.e. around the opening, inside the opening. These beams were simply supported and tested less than two points loading in the loading frame. The behaviors of such beams were studied in terms of load carrying capacity, load-deflection behavior and cracking patterns. From the test results it is concluded that the ultimate load carrying capacity of the R.C.C. beam strengthened with CFRP sheets increased in the range of 13.01% to 55.32%. Among all the strengthening schemes, the strengthening with CFRP around and inside the opening was found very effective in improving the ultimate load carrying capacity of beam.

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Shear and Flexural Behaviour of R.C.C. Beam With Circular
Opening Strengthened By CFRP Sheets
VinayChakrasali *, Prof. Shaik Abdulla**
*(P.G Student of Structural Engineering, Department of Civil Engineering, Khaja Banda Nawaz College of
Engineering, Gulbarga, Karnataka, India -585104)
** “(Associate Prof. Shaikh Abdulla, Department of Civil Engineering, Khaja Banda Nawaz College of
Engineering, Gulbarga, Karnataka, India -585104)
ABSTRACT
This paper explores the behavior of R.C.C. beam with circular opening strengthened by CFRP sheets. In this
experimental work five beams were casted, one beam without opening (i.e. solid beam) and one with circular
post opening and considered as control beams. The remaining three beams were externally strengthened by
Carbon fiber reinforced polymer (CFRP) sheets with different strengthening schemes i.e. around the opening,
inside the opening. These beams were simply supported and tested less than two points loading in the loading
frame. The behaviors of such beams were studied in terms of load carrying capacity, load-deflection behavior
and cracking patterns. From the test results it is concluded that the ultimate load carrying capacity of the R.C.C.
beam strengthened with CFRP sheets increased in the range of 13.01% to 55.32%. Among all the strengthening
schemes, the strengthening with CFRP around and inside the opening was found very effective in improving the
ultimate load carrying capacity of beam.
Keywords:Reinforced concrete beams, Beams with circular opening, CFRP, Strengthening schemes,
Ultimateload carrying capacity.
I. INTRODUCTION
In modern building construction openings in
beams are used to provide passage for utility ducts
and pipes In the construction of multi-storey
buildings, many pipes and ducts are necessary to
provided for services like water supply, sewage, air-
conditioning, electricity, telephone, and computer
network. Normally, these pipes and ducts are placed
underneath the beam soffit and for aesthetic reasons,
are covered by a suspended ceiling, thus creating a
dead space. Passing these ducts through transverse
openings in the floor beams leads to a reduction in
the dead space and results in a more compact design
and thus inclusion of openings in beams alters the
simple beam behavior to a more complex one. [1 and
5].
Strengthening of beams provided with openings
depends mainly on whether those openings are pre-
planned or post-planned. In the case of pre-planned
openings, both the upper and lower chords are
designed and reinforced to resist the internal forces
that they are subjected to two point loads. The
design of such chords depends on the position of
opening and the type of loading [1]. A steel
reinforcement is provided around the opening edges
and extended with enough length beyond the
opening corners to resist the stress concentration.
Both the reinforcement provided for the upper and
lower chords and the steel reinforcement provided
around the opening are considered as internal
strengthening.
Quite few methods of strengthening the beams
with openings, more common ones are strengthening
by Carbon Fiber Reinforced Polymer Sheets (CERP
Sheets), Glass Fiber Reinforced Polymer Sheets
(GFRP Sheets), Aramid Fiber Reinforced Polymer
Sheets (AFRP), Steel Plates and Strengthening by
steel reinforcement [3, 4, 5 and 2].
In this paper behavior of beams with opening
under different types of strengthening process using
CFRP Sheets is carried out. Five beams were casted;
four beams were with circular post opening provided
by using drilling machine. Three beams are
strengthened with CFRP sheets and remaining one
beam with circular post opening (non-strengthened)
for comparison. These beams are tested under two
point loading in the loading frame, the ultimate
failure load of the beam and deflection have been
recorded and results were compared with the control
beam without opening and control beam with
circular post opening.
II. EXPERIMENTAL STUDY
2.1 Materials
The mix design for the concrete is carried for
M20 grade using OPC 53 grade, local sand and
coarse aggregate. The reinforcement in beam
consists of 2-12 mm at bottom, 2-10 mm at top and 8
mm stirrups at 150 mm c/c. Ten beams were casted
RESEARCH ARTICLE OPEN ACCESS

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and cured for 28 days. The post openings of size 100
mm diameter were provided by using drilling
machine and one solid beam (i.e. control beam). The
CFRP sheets were used for the external
strengthening of the beam withcircular opening and
these sheets were bonded to the specimen by using
epoxy resin.
2.2 Test Specimen
The experimental program includes testing of beams
with circular opening having different strengthening
techniques. All tested beams had a rectangular cross
section of 150mm width and 250mm depth and a
effective length of 1800mm. The dimension and
location of the opening as shown in figure 1.
Fig. 1: Dimension of beamwith circular opening
2.3 Strengthening techniques with CFRP sheets
 Strengthening around the opening
(wrapping of CFRP sheets around the opening):
Fig. 2: CFRP wrapping around the opening
 Strengthening inside the opening (wrapping
of CFRP sheets inside the opening):
Fig. 3: CFRP wrapping inside the opening
 Strengthening around and inside the
opening (wrapping of CFRP sheets around
and inside the opening):
Fig.4: CFRP wrapping around and inside the opening
2.4 Loading Set Up and Instrumentations
The schematic of the test set up as shown in figure 2.
The beams were tested in loading frame (1000 kN
capacity) under two point loading. The load was
applied incrementally by means of hydraulic jack
until beam fails. The deflection at mid span, opening
centre and other end without opening were recorded.
Fig.5: Loading Set Up and Instrumentations
III. TEST RESULTS AND DISCUSSIONS
3.1 Test Results
The test results are summarized in Table 1. The
table shows initial crack load, ultimate failure load,
maximum deflection and modes of failure for all the
beams.
Table 1: Test results
3.2 Discussion
Examining the results presented in the table 1, it
is clear that the presence of an opening not only

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reduced the load carrying capacity of the beam but
also reduce the stiffness of the beam. The reduction
in the load carrying capacity of the beam was about
37.58 % due to presence of a 100 mm diameter
circular opening within the shear zone. The
percentage of increase in load carrying capacity for
the beam strengthened with CFRP(B5) sheets around
and inside the opening was 55.32% as compared to
non-strengthened beam B2 (control beam with
circular post opening) and the percentage of increase
in load carrying capacity for the beams strengthened
with CFRP(B4) inside the opening is 13.01% as
compared to non-strengthened beam B2 (control
beam with circular post opening).
Fig. 6: Load-deflection relationship for all beams
at mid span
Fig. 7: Load-deflection relationship for all beams
at theopening centre
The figure 6 shows load-mid-span deflection
relationship for all tested beams. Comparing the
deflection for beams B1 and B2 it can be seen that a
significance increase in the mid-span deflection for
beams B2 than that for beam B1. This is due to the
reduction in the stiffness of beam B2 as result of the
inclusion of opening. The figure 7 shows load
deflection relationship for all tested beams with
openings at centre of the opening. It can be seen that
external strengthening around and inside the opening
significantly increases the beam stiffness at the
opening, increase in the load carrying capacity and
decrease in deflection as compared to non
strengthened beam B2.
IV. CONCLUSIONS
 By an inclusion of circular post opening in
the beam the load carrying capacity of the
beam decreases by 37.57% as compared to
solid beam i.e. control beam due to
decrease its stiffness and diagonal cracks
were developed due to stress concentration
around the opening edges.
 Strengthening of the beam opening with
CFRP sheets around the opening is more
efficient than strengthening of the beam
opening with CFRP sheets inside the
opening.
 Strengthening of the beam opening by using
CFRP sheets both around and inside the
opening increases the load carrying
capacity significantly and in case of CFRP
sheets percentage of increase in load
carrying capacity is 55.32%.
 From the overall study, it can be concluded
that the strengthening with CFRP around
and inside the opening increases ultimate
load carrying capacity and this was best
strengthening scheme among all the
strengthening process.
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0
20
40
60
80
100
0 5 10 15
Loadin'kN'
Deflection in 'mm'
DEFLECTION AT MID SPAN
0
100
0 5 10
Loadin'kN'
Deflection in 'mm'
DEFLECTION AT OPENING
CENTRE
B1
B2
B3
B4

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ISSN : 2248-9622, Vol. 5, Issue 4, ( Part -2) April 2015, pp.101-104
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